Development of Green Belt in Bapu Dham, Sector 26,Chandigarh under Capital Head-Landscaping Civil Work

Earth work in excavation by Mechanical means ( Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, and excluding of disposed earth to be leveled and neatly dresses (DSR 2.6.1-2.36)

Earth work in excavation by Mechanical means ( Hydraulic excavator) manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and remming of bottoms,lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within lead of 50m. All kinds of soil (DSR 2.8.1-2.36)

Providing and laying sand filling/ watering, ramming consolidation and dressing complete including loading unloading and carriage of material from C&D plant to site complete in all respect as per the directions of Enginner-In-Charge.

Carriage of earth by mechanical transport including loading, unloading Lead of 2 km complete in all respect to the entire satisfaction of the Engineer-In-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) DSR 4.1.10

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1)

15mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) to the entire satisfaction of Engineer-in-Charge. (DSR 13.5.1)

Providing and applying JK putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (DSR 13.26)

Finishing walls with acrylic Smooth exterior paint of required shade:- New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg/ 10 sqm. (DSR 13.46.1)

Brick work with machine moulded perforated F.P.S. bricks of class designation 125 conforming IS : 2222-1991 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete from ground level upto plinth level in cement mortar 1: 4 (1 cement: 4 coarse sand).

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).(DSR : 4.1.2)

Centring and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls: Under 20 cm wide (DSR 5.9.16.1)

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick (DSR 11.26.1)

Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.(DSR : 11.27)

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished ,machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade Area of slab upto 0.50 sqm (DSR 8.2.2.1)

Pointing on brick work or brick flooring with cement mortar 1:3 (: 1 cement : 3 fine sand) ( Flush/Ruled/Stuck or weathered pointing )(DSR 13.31.1)

Providing and fixing M.S flat gate having flat size 50 x12 mm having 5'-0" long of each openable shutter and 2'-3" high above ground level and ,1'-0" below ground level welded with 2 no's M.S flat 40 x10mm including horizontally at 6' upper and 6' from bottom and 10 no's M.S square bars of 45 degree angle at 6'' center to center between the 2 no's horizontally M.S flat 40 x 10mm including the 2 no's M.S. Channel 75x40mm in posts having 2no's channel welded to form post of size 75x80mm & 5'-0" long with lugs 1'-3" long 2no's M.S. Flat 40x10mm at bottom under each post to be provided on both sides of shutter with 2 no's hinges for openable arrangements with sliding bolt for locking arrangements and gate shall be properly embedded in cement concrete 1:2:4 be painted with two coats of approved quality paint over one coat of primer complete in all respect to the entire satisfication of Engineer- in-Charge.

Providing and fixing Turn style revolving gate made of 3 pieces 1'-6" wide, 2'-9" high consisting of opening to be paneled with 16 gauge M.S perforated sheet with the help of back to back MS flat of 25x10mm to fixed sheet in between with welding, jointing complete. The turn style will revolve around 2" (50mm) & 2 ½" (65mm) nominal bore (heavy quality) MS pipe 2'-9" high above ground level and 2'-0" below ground level embedded with cement concrete 1:2:4 blocks of size 1'-0' x 1'-0" x 1'-6". It further include two coat of paint over one coat of primer complete in all respect to the entire satisfaction of the Engineer In Charge.

Providing and fixing M.S. flat railing having flat size 50x12mm,(2"x1/2") 4'-0" high(3' high above ground level) welded with 2no's M.S. flat 38x10mm horizontally at distancwe 9.5" upper and 9.5” from bottom and 1no's M.S. flat 25x10mm on the lower side of top M.S. flat including 8mm M.S. square bars of 45 degree angle at 6" center to center between the 2no's horizontally M.S. flat iron. The rates also includes the cost of 2 No. 12mm dia nut and bolts with 2no's M.S. pipe of 19mm dia and 3" long imbeded in ceme sleeve piece embedded in cement concrete 1:2:4 block of size 1'-0"x0'-9"x1'-0" and painted with three coats of approved quality paint over one coat of primer complete in all respect to the entire satisfaction of Engineer-in-Charge.

Providing and laying position cement concrete of specified grade excluding the cost of centring and shuttering , All work plinth level: - 1:2:4 (:1 cement : 2 coarse sand : 4 graded stone agg 12.5mm nominal size Complete in all respect to the entire satisfaction of the Engineer-In-Charge.(DSR 4.1.3)

Supply and Apply 15 mm thick SBR+EPDM Flooring consisting of one coat of PU primer and one coat of 9mm thick Black SBR with PU binder and TOP coat of EPDM granules having thickness 6mm including 3 year warranty for colour fading and chipping .

Preparation of sub grade including trenching rough dressing of soil, final dressing of soil, final dressing of earth to give level and camber, watering, rolling with a road roller and compaction of bed complete in all respect

Providing and laying sand filling in plinth with choe sand under floor including, watering, ramming, consolidation and dressing complete in all respect to the entire satisfaction of the Engineer-in-charge

Providing and laying cement concrete in retaining walls, return walls(any thickness) including columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks,anchor blocks, plain window sills, fillets etc. upto floor level five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)DSR 4.2.3

Extra for providing and mixing water proofing material in cement mortar plaster work in doses by weight of cement as per manufacturer's specification.

Providing and fixing of PVC pipe 6kg/cm2 ( 6" dia ) in ground including the cost of specials like color, tee bends, end excavation, trenching , refilling laying, lowering jointing with solevent, testing and commissioning complete in respect (NSI)

Providing and Fixing of D.I sluice valves 6" (with cap) IS marked completed with bolts, nuts, rubber insertion, carriage, loading, unloading etc. ( the tail piece if required will be paid separately).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.( DSR 5.22.6)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) (DSR 5.1.2)

Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR 5.9.1)

Providing and fixing 8 layers (1 layer of primer, 2 layers of resurface, 3 layer of cushion and 2 layers of paint) for out door synthetic flooring of volleyball court size 15.24m x 24.38m to the entire satisfaction engineer-in-charge.

Providing anf fixing of Volley ball poles made of galvanized steel 60mm outer dia with system for adjustable net height and net tension.

Providing and fixing of nylon based volley ball net.

Providing and Laying Granular Sub-Base by spreading and compacting coarse graded sub base material - sand, moorum, gravel crushed stone or combination thereof conforming to Grading-II of Table 400-2 of MORT&H specifications ( as pr latest revision). The material shall be mixed by Mix in Place method or with renovator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth wheeled/vibratory roller to achieve density complete in all respects as per Clause 401 of MORT&H specifications.(as per latest revision).

Providing and laying, spreading and compacting the stone aggregate of 53 -22.4mm gauge conforming to Grading-II of Table 400-9 of MORT&H specifications (as per latest revision) to Water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with 3 wheeled steel/vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate of wearing layer and compacting to the required density complete as per Clause 404 of MORT&H specifications( as per latest revision ). complete in all respect to the entire satisfaction of Engineer - In - Charge.

Providing and laying 30mm thick compacted dense bituminous macadam having as laid, density 2.2 gm/cc using crushed stone aggregate confirming Table no. 500.3 (Physical characteristics) grading II of Table No. 500.4 (grading compaction) of MORT&H specification (5th edition ) premixed with straight run bitumen VG-30 bulk) penetration @ 4.50% (by wt of total mix) in 60-90 TPH Hot mix plant, laid hot mechanical paver finishers and roller with smooth wheeled/vibratory/static roller as per Clause 501.6 and 501.7 of MORT&H specification

Providing and laying 20mm thick Bituminous Concrete produced with HOT Mix Plant using crushed aggregates confirming to Grading 2 of Table 500-18 premixed with straight run bitumen VG-30 grade @ 5.4%(by wt. of total mix), transported to site laid with paver finisher to required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction complete as per Clause 507 of MORT&H specifications (5th revision).

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.60 Kg/sqm or 6Kg/10sqm using mechanical means complete as per MORT&H specification.

Providing and applying tack coat using hot straight run Bitumen binder of grade (VG - 10 Bulk) @ 3.00 kg/ 10 Sqm including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface.

Job work for providing and fixing of MS frame (10-12mm dia bar) sclupture of dimensions 4m x 2m x 3m including cost of all material, machinery and labour for fabrication (bending, cutting, assembling etc.), transportation, painting, welding, fixing over RCC footing to the entire satisfaction of engineer in charge (price inclusive of GST).

Labour for Making Connection with Existing pipe line.

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. as required. (DSR 10.25.2)

Please Enable Macros to View BoQ information